SW8080301_APPROVED PLANS_20121106

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 No301
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 1211 0110
YYYYMMDD

UEMLH USE UNLY
Date Received Fee Paid Permit Number
NC DEO Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 080301
2. Project name: Special Operations Training Ground
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energv-
m ineral-land-resources/energy-mineral-land-rules/stormwate r-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https:Hdeg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Leieune 1005 Michael Rd,
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: [phone] Email: [e-mail]
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
MCT 1. A permit application processing fee of $505.00 payable to NCDEQ.
MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
MCT 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
MCT 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
httos://www.sosnc.gov/online services/search/by title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CE TIIFFICATION
I, � I t' the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the p r forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All i I 5rmati n provided on this permit renewal application is, to the best of my
knowledge, c complete.
Signature: Date: LO L
NOTARIZATION:
Mm
County of
a Notary Public for the State of
do hereby certify
that i ,obeY L_�) YJ d 2X personally appeared before me
this the Zu day of 3L'L 20 2.2 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
cor iQWionk tees 'I :L.OL5
% �►.s...........Nse,
'llitz OW
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

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MARINE CORPS RASE CAMP LEJEUNE, JACKSONVILLE, NC
NAVAL FACILITIES ENGINEERING COMMAND --- MID -ATLANTIC
MARINE CORPS NORTH CAROLINA IPT, NORFOLK, VA
EROSION-SEDIMATION & STORM WATER (SW8 080301) PERMIT
APPLICATION SUBMISSION - OCTOBER 16, 2012
LVIJ/11IVIV Ivllll - VIxlvll v"l 11'v-
INDEX OF DRAWINGS
SHEET
NO.
SHEET
SHEET TITLE
1 OF
17.
G-OCT
TITLE SHEEI, VICINITY AND LOCATION MAP
2 OF
12
6-001
LEGEND, NOTES AND ABBREVIATIONS
3 OF
12
C-100
EXISTING CONDITIONS AND DEMOLITION PLAN
4 OF
12
C-101
EROSION AND SEDIMENT CONTROL PLAN
5 OF
12
C-201
LAYOUT AND UTILITY PLAN
6 OF
12
C-301
GRADING AND DRAINAGE PLAN
7 OF
12
C-302
PRE -DEVELOPMENT DRAINAGE MAP
8 OF
12
C-303
POST -DEVELOPMENT DRAINAGE MAP
9 OF
12
C-401
EROSION & SEDIMENT CONTROL NOTES
10 OF
12
C-402
EROSION & SEDIMENT CONTROL DETAILS
it OF
12
C-403
EROSION & SEDIMENT CONTROL DETAILS
12 OF
12
C-501
SITE DETAILS
61
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAOE,MIIENT COMMISSION
OF WATER QUALITY
CA N /11/6/�1a,
0
OCT 1 8 2012
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LEGEND:
EXISTING
new
CIVIL ABBREVIATIONS:
A/C
AIR CONDITIONING UNIT
APPROX
APPROXIMATE
TC2055
\
MH
MANHOLE
LOP OF CORE OR CONCRETE (TC) ELLVAMI4
I
BLDG
BUILDING
ELEVATION OF GUTTER PAVEMENT OR GROUND
BOL
BOLLARD
mm 55­
BW
BOTTOM OF WALL
CONCRETE
TOP OF WALL ELEVATOR
\
CONIC
DIP
DUCTILE IRON PIPE
2055
EJB
ELECTRIC JUNCTION BOX
EMIT
ELECTRIC MANHOLE
SPOT EUVATgN
.Y
EP
EDGE OF ASPHALT PAVEMENT
FOC
FIRE DEPARTMENT CONNECTION
TOP OF WALL (TA) ELEVATION
FES
FLARED END SECTION
„
^
FEE
FINISHED FLOOR ELEVATION
UGIB OUn BITUMINOUS PAVEMENT
J
FH
FIRE HYDRANT
FL
FLOW LINE
FM
SANITARY SEWER FORCE MAIN
BOUMD
®
TO
FIBER OPTIC
END
GROUND ELEVATION
LAW
IN E WERE!
BUILDING TIUEGI
O
KO
CONTRACTINGIC OFFICER
INV
INVERT
L/P
CONCRETE LIGHT POLE
CENTERLINE MTCH/BWUE
MG
MATCH EXISTING GRADE
RIM
POST INDICATOR VALVE
CONCRETE (Coot)
ROL
PETROLEUM. OIL LUBRICANTS
m
P/P
POWER POLE
CONTOUR
_ i -
SCO
SANITARY CLEANDUI
SMH
SANITARY MANHOLE
EDGE OF WOODS
' -
TBM
TEMPORARY BENCHMARK
TMH
TELEPHONE MANHOLE
RHCE
^ "
„
T RED
TELEPHONE PEDESTAL
TOR
TOP OF BANK
GPAv[L
.:.,
TSV
TAPPING SLEEVE k VALVE
TW
TOP OF WALL
WV
WATER VALVE
SCAN
TOE OF ROPE (LO.$) `
MCP OF 8WK (TOO)
IEEE
OVERHEAD (ON.) ONE •.
UNDERGROUND D.G.) ELEBERIC (FIFE) 1,
RRE HNPAN IFHI
WATER VALVE (WV.)
['I
GUY WRE
HEAWALL (HI I
-'
TELEPHONE (III.) PEOESIAL (PER)
UmIIY POLE
UTILITY POLE w/ [CHI
RNER1
bN
STRUCTURE
SIhY'.
F)PICAL
OR,
WET
W'
IT
DEMOLITION NOTES
I. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING
MANMADE SURFACE FEATURES WITHIN THE LIMIT OF
WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS,
SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC.
UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
REMOVE AND DISPOSE OF EXISTING UTILITIES,
FOUNDATIONS, UNSUITABLE MATERIAL WITHIN THE
PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND
AND BENEATH PROPOSED EXTERIOR COLUMNS, PER
DRAWINGS AND SPECIFICATIONS.
2, EXISTING UTILITIES SHALL BE TERMINATED, UNLESS
OTHERWISE NOTED, IN CONFORMANCE WITH STATE,
LOCAL, BASE AND INOMDUAL UTILITY COMPANY
STANDARDS, AND DETAILS. THE CONTRACTOR SHALL
COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN
ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS, ORDINANCES AND STATUTES.
UTILITY NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BAUD ON FIELD SURVEYS,
AVNIABME RECORDS, VER&ll. INFORMATION AND/OR PHYSICAL FEATURES. PRIOR TO
EXCAVATION (AT LEAST 72 HOURS OR THE MORE RESTRICTIVE MINIMUM NOTIFICATION
PERIOD), THE CONTRACTOR SHALL CONTACT THE ROICC/OICC, PUBLIC WORKS
DEPARTMENT, FEED AND STATION LOCATING SERVICE SUCH AS 'DIG54FE, MISS UNIIY,
ETC.; TO ALLOW MARKING OF EXISTING BURIED DELUDES.
ALL EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED
RE A THIRD PARTY, INDEPENDENT, PRIVATE UTILITY LOCATING COMPANY, IN ADDITION TO
ANY STATION LOCATING SERVICE SUCH AS 'DIGSAE, MISS UTMY, ETC.; AND
COORDINATED WITH THE RDICC/OICC . PUBLIC WORKS DEPARTMENT AND FM. ANY
MARKINGS MADE DURING THE MUTE INVESTIGATION MUST BE MNNTNNED THROUGHOUT
THE CONTRACT.
WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING. OR CORE DRILLING
THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE THIRD
PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY SHALL LOCATE UTILITY DEPTH BY USE
OF GROUND PENETRATING RADM (GPR), X-RAY, GORE SCOPE, OR ULTRASOUND PRIOR TO
THE START OF DEMOLITION AND CONSTRUCTION. OITAGES TO ISOLATE UTILITY SYSTEMS
MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY
IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE ME CONTRACTOR
FROM MEETING THIS REQUIREMENT.
THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT ME EXISTING
UTILITIES AND ANY DAMAGE TO THE MARES SHALL BE IMMEDIATELY REPAIRED AT THE
CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED AND AGREES TO COMPLY
WITH ALL THE PROVISONS OF THE GOVERNMENT, STATE AND MUIY FOR UNDERGROUND
DAMAGE PRVEMION AND HEREBY AGREES TO HOLD THE GOVERNMENT HARMLESS AGAINST
AM" LOSS, DAMAGES AND CLAIMS OF ANY NATURE WHATSOEVER ARISING OUT OF FAJLURE
TO COMPLY WITH SAID PROVISIONS.
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN
APPROXIMATE REPRESENTATION ONLY. PRIOR TO ORDERING MATERIALS AND
BEGINNING OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND DETERMINE
THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF POINTS OF CONNECTIONS TO
EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH
THE EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES
WITHIN THE PUBLIC RIGHTS -OF -WAY.
3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,
OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK
CANNOT BE COMPLETED AS INTENDED. THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER IN ACCORDANCE WITH THE DIFFERING SITE CONDITION
CLAUSE OF THE SPECIFICATIONS.
4. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN
ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS.
5, RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS
GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH
ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:
A PAVEMENTS AND CONCRETE SURFACES: FLUSH
8, ALL SURFACES ALONG ACCCESSIBLE ROUTES: FLUSH
C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS'. ONE
INCH BELOW SURROUNDING AREA AND TAPER EARTH TO THE RIM
ELEVATION.
6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF
PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE
- REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY
COMPANY. FINAL DESIGN AND LOCATION TO BE COORDINATED WITH THE
CONTRACTING OFFICER.
7, MAKE ARRANGEMENTS FOR AND BE RESPONSIBLE FOR PAYING FEES FOR POLE
LAYOUT NOTES
TELEPHONE, TION ANDFOR
ARM LAND ANY OTHER PRIVATES OF UTILITIES, WHETHER WORK IS
PERFORMED BY THE CONTRACTOR OR BY THE UTILITY COMPANY.
1. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND
DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS,
B. UTILITY PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS, UNLESS
RAMPS, BUILDING ENTRANCES, STAIRWAY, ULUTY
OTHERWISE NOTED ON PLAN.
PENETRATIONS, CONCRETE DOOR PADS, LOADING DOCKS,
BOLLARDS, ETC.
9. COORDINATE WITH ELECTRICAL CONTRACTOR AND FURNISH EXCAVATION,
2. ANY PROPERTY LINE MONUMENTATION DISTURBED DURING
INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SBEWORK RELATED ITEMS
SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE SAES, AND
CONSTRUCTION SHALL BE SET OR RESET By A PROFESSIONAL
CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT
LICENSED SURVEYOR.
HANKS IF REQUIRED BY UTIUTY COMPANY AND AS INDICATED ON THE DRAWINGS.
10. EXCAVATE AND BACKFILL TRENCHES FOR (AS/PROPANE IN ACCORDANCE WITH
GAS/PROPANE COMPANYS REQUIREMENTS.
I1. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE
DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN
ON THESE PLANS, WE AND LOCAL MUNICIPAL STANDARDS, FOR MANHOLES THAT
ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET.
GENERAL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL EXISTING STRUCTURES AND FACILITIES
SHALL REMAIN.
2. ALL DIMENSIONS ARE TO FACE OF BUILDING, PACE OF CURB AND/OR EDGE
OF PAVEMENT UNLESS OTHERWISE INDICATED.
3. SOD (CENTEPEDE) ALL DISTURBED PERVIOUS AREAS WITHIN THE LIMITS OF
CONSTRUCTION UNLESS OTHERWISE SPECIFIED.
4. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION AND
SEDIMENT CONTROL DEVICES ARE IN -PLACE.
5. ALL GRADE TRANSITIONS BETWEEN NEW AND EXISTING SHALL BE SMOOTH
AND GRADUAL WITH NO SHARP OR ABRUPT CHANGES.
6, COORDINATE THE WORK OF ALL TRADES - VERIFY ALL FIELD CONDITIONS,
QUANTITIES AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER.
7, EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE All. ADJACENT
EXISTING FEATURES THAT ARE TO REMAIN, ANY SUCH DAMAGE SHALL BE
REPAIRED OR REPLACED TO MATCH THE ORIGINAL CONDITION AS APPROVED
BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE
GOVERNMENT,
8, FINISHED GRADE OF TOP SOIL (AFTER COMPACTION) SHALL BE 0.5 inch TO
I inch (MAXIMUM) BELOW TOP OF ABUTTING PAVEMENTS, SIDEWALKS AND
CURBING.
9. PRIOR TO CONSTRUCTION, THE SITE SHALL BE SCANNED WITH
ELECTROMAGNETIC AND SONIC EQUIPMENT AND THE GROUND SURFACE
MARKED WHERE EXISTING UNDERGROUND UTILITIES ARE DISCOVERED.
10, EQUIPMENT AND TRUCK TRACK -TIRE CLEANING/FWSHING STATIONS SHALL.
BE ESTABLISHED AS NECESSARY TO ENSURE THAT NO MUD OR DEBRIS
SHALL MIGRATE FROM THE CONSTRUCTION 51TE TO THE BASE ROADS.
11. ALL HOLES, DEPRESSIONS, EXCAVATIONS, ETC. CREATED AS A RESULT OF
DEMOLITION SHALL BE BACK -FILLED, GRADED AND SEEDED.
12. CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF ALL CONNECTIONS
TO EXISTING UTILITIES PRIOR TO CONSTRUCTING UPSTREAM PORTIONS OF
THE NEW UTILITIES. ANY DISCREPANCIES SHALL BE PROMPTLY BROUGHT
TO THE ATTENTION OF THE CONTRACTING OFFICER.
13, NO LEAD CONTAMINANTS WERE ENCOUNTERED IN SOIL BERMS WHEN
TESTED. REFER TO SPECIFICATIONS FOR DETAILED INFORMATION ON LEAD
IN CONSTRUCTION FOR AREAS SUCH AS THE BULLET TRAPS, ETC,
14. THERE ARE NO POTS WITHIN THE PROJECT SITE. IF CONTAMINATION IS
SUSPECTED THROUGH VISUAL INSPECTION OR ODORS, STOP WORK
IMMEDIATELY AND CONTACT 911, CONTRACTING OFFICER AND OMD/RCRS AT
910-451-1482.
15, THERE ARE NO KNOWN UST PROGRAM MONITORING WELLS WITHIN THE
PROJECT AREA. IF WELLS ARE FOUND OR INADVERTENTLY DAMAGED, STOP
WORK IMMEDIATELY AND CONTACT EMO/EQB AT 910-451-9017.
16. THERE ARE NO KNOWN GROUNDWATER MONITORING WELLS WITHIN THE
PROJECT SITE, HOWEVER, IF AN UNMARKED WELL IS DISCOVERED AND
INADVERTENTLY DAMAGED, STOP WORK AND IMMEDIATELY CONTACT THE
ROICC FOR FURTHER INSTRUCTIONS.
SURVEY NOTES:
1. NO WETLANDS WERE EVIDENCED ON THE SITE.
2. THE EXISTENCE, SIZE AND OR LOCATION OF UTILITIES ARE NOT GUARANTEED
BY THIS SURVEY, UTILITIES SHOWN PRE BASED ON ABOVE GROUND
STRUCTURES AND AVAILABLE UTILITY PLANS. THE CONTRACTOR SHALL FIELD
VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
1 ELEVATIONS 0.4E IN FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM
(NAVE) 1988 AND ARE BASED ON CAMP LEJEUNE CONTROL.
4. COORDINATES SHOWN REFER TO NORTH CAROLINA STATE PLANE COORDINATES
(NAD 1983).
5, SURVEY CONDUCTED BY NAVFAC MIDLANT ON JANUARY 5, 2012.
OCT 1 8 2012
FINAL DRAWINGS
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GENERAL NOTES
i. HORIZONTAL DATUM. NORTH CAROLINA STATE PLANE NAD83 (1986
ADJUSTMENT). VERTICAL DATUM: NAVDBB
2. REFER TO EROSION CONTROL SHEETS PRIOR TO DEMOLITION OR
SITE PREPARATION, REFERENCE C-101
3. VERIFY WHAT UTILITY IS BEING MARKED AND REMOVE PIPE. IF
DISCREPANCY EXISTS BETWEEN THIS PLAN AND FIELD
INVESTIGATION, PROJECT ENGINEER SHALL BE CONTACTED.
4. SEE ELECTRICAL PLANS FOR DEMOLITION OF ELECTRIC AND
COMMUNICATION FACILITIES.
REMOVE NORTH SOUTH BERM MATERIAL
AND RELOCATE TO STOCKPILE AREA
NOTED ON EROSION k SEDIMENT
CONTROL PLAN. ACTUAL LOCATION WILL
BE DETERMINED BY KO.
OOODENH AND REMOVE EXISITNG RANGE
WOODEN STRUCTURE, REMOVE
GRAVEL AND RGONG
ANGE
SUB.
DEMOLISH AND REMOVE EXISTING LIGHT
DUTY ASPHALT PAVEMENT.
f
0 DEMOLITION KEYNOTES
I. REMOVE AND REPLACE EXISTING ELECTRICAL PANEL.
REFER TO ELECTRICAL PLANS FOR DEALS,
2. COORDINATE DEMOLITION OF NON -LETHAL RANGE
STRUCTURE (WOODEN) WITH KO IF PRESENT AT TIME OF
--- NOTICE TO PROCEED.
3. SAWCUT EXISTING ASPHALT PAVEMENT.
1
OCT 1 S 2012
BY:
GRAPHIC SCALE
0 10 2D' 40'
= 20W
4 5
D
E
FINAL DRAWINGS
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UNDER CONSTRUCTiON
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APPROX. LOCATION FOR
STAGING AREA
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OCT -1-8 2012
I
EROSION & SEDIMENT CONTROL LEGEND FNAL OR,,mNGs
FINAL DRAWINGS
EROSION CONTROL DEVICESAS PER NORTH CAROLINA EROSION p
AND SEDIMENT CONTROL MNOSOOK A V N
ce COMSTRUCTIONENTRANCE
SF SIL FFENCE
LIMITOFOISFUR&INCE
EROSION & SEDIMENT CONTROL AREA
LAND DISTURBANCE LOCATION AREA
SO. ET
ACRE
OVERHEAD RAFFLE RANGE AREA
40,180
0.92
STAGING AREA
7,697
0,18
BERM MATERIAL STOCKPILE AREA
11.956
0.27
TOTAL
59.833
1.31
GRAPHIC SCALE
0 10' 20' 40'
1* = 20' W�-
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❑ NEW WORK KEYNOTES
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OCT 1 S 2012
BY:-
0
1. KTR TO PROVIDE NEW FLAG POLE.
2. CONCRETE PAD (REFER TO TYPICAL SECTIONS AND DETAILS ON
STRUCTURAL PLANS).
3. PAVILION (REFER TO ARCHITECTURAL PLANS).
4. PAVILION COLUMN (TYPICAL - REFER 10 ARCHITECTURAL PUNS).
5. 16'-8' HIGH RANGE WAU. (REFER TO STRUCTURAL. DIANE).
6, RANGE CONCRETE FLOOR SLAB (REFER TO STRUCTURAL PLANS).
7, BULLET TRAP TRENCH (REFER TO STRUCTURAL PUNS AND DETAILS
SHEETS).
8 REMOVE EXISTING ASPHALT PAVEMENT AND REPLACE WITH LIGHT
DUTY ASPHALT PAVEMENT SECTION AS SHOWN (REFER TO DETAIL
ON SHEET C-501).
9, INSTALL 8HIGH FENCE ALONG PERIMETER OF 20X20 SLAB AW
SPECIFICATIONS AND DETAIL SHOWN ON SHEET C-501,
10. CONCRETE RAMP TO RANGE FLOOR SLAB. MATCH FINISH SITE AND
FLOOR SUB GRADES. REFER TO STRUCTURAL PLANS FOR
DETAILS.
11. NEW ELECTRICAL SERVICE PANEL (REFER TO ELECTRICAL PLANS).
12. 4' WIDE SWING GATE.
13, ROCK BED. LOCATION OF 3" DIAMETER OPENING IN SOUTH WALL
TO ACCOMMODATED RUNOFF. LOCATION OF 3" DIAMETER OPENINGS
ALONG NORTH WALL ARE DIRECTLY OPPOSITE. INSTALL A I8-X24'
ROCK BED, CENTERED AT EACH OPENING AND ADJACENT TO THE
WALL IN ACCORDANCE WITH DETAILS ON SHEET C-501. TYPICAL
FOR 29 WALL OPENINGS. REFER TO ARCHITECTURAL PLANS FOR
EXACT LOCATION.
LEGEND
RANGE CONCRETE FLOOR SLAB
(REFER TO STRUCTURAL PLAN)
CONCRETE PAD (REFER i0 STRUCTURAL
PLAN)
CONCRETE PAD (REFER TO STRUCTURAL
PLAN)
LIGHT DUTY ASPHALT
GRAPHIC SCALE
0 10 20 40
= 20' _
5
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I. SITE LOCATED WITHIN WHITE OAK RIVER BASIN.
2. EXISTING SITE DRAINAGE SYSTEM SHALL BE USED. NO CHANGES
PROPOSED TO EXISTING SWA3ES, DITCHES, CULVERTS AND
TREATMENT BASINS.
!/ ❑ NEW WORK KEYNOTES
\l T\ 1. INSTALL SOD WITHIN LIMITS Of DISTURBED AREA IN ACCORDANCE
/ WITH DETAILS ON SHEET C-403. Ldlhlhl2. FINISH GROUND ADJACENT TO RANGE CONCRETE SLAB SW4E BE2• BELOW SLAB ELEVATION. REFER TO TYPICAL SECTION ON
'✓ SHEET C501 FOR DETAIL NW c
GRASS SWALE
n�
24RCP 1
N,m
IIV OUT = 1560
i
LEGEND
0 0 o UMDDFDISWR84ACE
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FINAL DRAWINGS
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GRAPHIC SCALE0 10' 20• 40'4
A I I Z

2
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C
TEMPORARY GROUND COVER
NM
TEMgWIu% SEED MIX SHALL BE USED FOR NL AREAS EXPOSED GREATER THAN 15
OR WKING BAYS .AND SUBJECT M FURTHER DISTURBANCE. AN AERONAUT CENTER SHALL
IAA£ ED SPRIGS OF BERMUDA OR SERICA LESPEDEZA PER WE SQUARE FC I.
T PoRML WMML�MBD
SPECIE RATE (IA/�REI
MARCH 1 - SEPT I GERMAN MILLET 120
TEMNOMEY WINTER SEED MIX-
SPECIFS RATE IT BIACRL1
SEPT I - MARGIN WINTER RYE (GUN) 200
KOBE LESPEDEZA 120
CRIMPINGSTREE&W MULCH
CRIMPING SHALL BE REWIRED ON IRIS PRWECI FOR All SEEDING OPERATIONS PER
MODERN.
MINIMIZE AREA UNDER DSIURBANCE THAT REQUIRES CRIMPED STRAW. PROVIDE FINAL
MQMG .AND PLACEMENT O SOD AS STUN AS ALLOYED. COORONIET SOD INSIALUMPOI
WITH CONTRACTING OFFICER. SW Cµ BE PLACED ALL YEAR LONG (IF THE GRWND IS
NOT FROZEN OR MUDDY).
STRAW MULCH 10 BE OF SUFFICIENT LENGTH AND OU91W TO WITHSTAND THE CRIMPING
MERRIER, AND PRGVOE ADEQUATE GROUND CUER.
CRMPNG EQUIPMENT INCLUDING MWER OUNCE SHALL Y SRJECT TO THE APPROVAL O
THE ENGINEER PRMMG TEXT MAXIMUM SPACING O CRIMPER &/TES STINT NOT EXCEED
B INCHES (200 MAR).
SOFT AMENDMENTS
TO BE INCORPORATED INTO THE TOP 3 INCHES O WE IN AREAS WITH SLOES 2.1 ON
RATHER
APPLY FERTILIZER (10-10-10) AT A RATE OF TWO LB/ACRE
• APPLY UWE (GROUND AGRICULTURAL LIMESTONE) Al A RATE of COLD LB/ACRE
APPLY SUPERPHOSPHATE (0-19-0) Al A RATE OF 200 LB/ACRE
MULCH
APPLY 4,D, FB/ACNE CHAIN STRAW OR EQUIVALENT CDIER. ANCHOR MULCH WITH MANG.
NEHFING CN BY TACKING WITH MPHSU ENULSION AT A PATE OF IM CK./ACRE
WATER
MNMUM O I' O RAINFALL A WEEK (IF NOT SUPPUED NATURALLY, mNMAGTON MAIL
SUPPLY THE REMNNMC AMOUNT UNTIL GROUND CUJER Ply BEEN ESTABLISHED).
PERMANENT GROUND COVER
FRONT CENTIPEDE SDD FOR ALL DENJOM AREAS.
GROUND COVER NOTE
PURSUANT TO G S. 133-A57(2). THE ANGLE FOR GRADED SLOPES AND FALLS BULL BE NO
GREATER THAN THE ANGLE THAT GN BE RETAINED BY AGETATM COVER OR OTHER
ADEQUATE EROSON-CONTROL DEVICES OR STRUCTURES. IN MY MINT. SLOES LEFT
EXPOSED ARE. BE PLANTED OR OTHERMSE TENSILE WITH TEMFORARY OR PERMANENT
GROUND COVER, DEYGES. M STRIICRUNES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. I IM-5)(3), PROvISUNS FOR PERMANENT CRWNWOVER NE ILIEM TO
RESTRAIN EROSION MUST BE MCOUPLSHED FO1 ALL DISTURBED AREAS AS SOWN
BELOW) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
GROUND STABILIZATION
THE PRIDES PERMIT (SECTOR L. 82) WS RECENTLY REFUSED THE REWIREMEWS FOR
GROUND STMUZATON. STMILIZALON SHALL BE ACCOMPLSHED M FOLLOWS:
PERIMETER DINES, SWA:ES, DITCHES AND SLOPES WITHIN Z DAYS
HIGH BEREFT WATER (HI ZONES WITHIN Z HAYS
STORES STEEPER THAN 31 WHEN 1 DI
SLOPES 3:1 OR FATTER WITHIN IC DAIS
ALL OTHER AREA W/ SLOPES FLATLY THAN TALI MUN 11 DAYS
EROSION CONTROL SEQUENCE OF
CONSTRUCTION
I. INSTALL IEMPOMY CONSTRUCIKKI ENTRANCE.
2. INSTALL TEmMU,1 SILT FENCE AROUND THE PERIMETER O THE STE AS INDICATED
ON THE EROSION k SEDIMENT CONTROL PLAN.
3, CLEAR MO GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. RANCH GRADE ATE AND
CONSTRUCT CHMMELS.
d. INSTALL CONCREIT PAD. UTILITIES. AND S1lE WORK.
5. FINISH POPES AROUND SUBS UPON COMPLETION BE MUCH DUMB. LEAVE
SLIGHTLY ROUGH MY NCEWIL X40 MULCH IMMEDIATELY.
6. COMPLETE ANAL GRACING.
1. CONROE FINAL GRADING OF THE GROUNDS. IOPNL CRITICAL AREAS AND
PERMMENRY KGEIATE, LONESOME AND MULCH.
B. INSPECT N1 EROSON AND SEDIMENT CONTROL PRACTICES WEEKLY ANT W11HIN 21
HOURS OF A 05 INCH- MEASURED RNNFALL EVENT. A MR WIGS SMALL BE
INSTALLED TO MEASURE RAINFALL EVENTS. REPAIR ANY WAAGE IMMEDIATELY TO
ER0510N AND SEDIMENT CONTROL MEASUURES.
9. INSPECT AND INSTALL ALL EROSION AND SEDIMENT COMEDY MEASURES IN
ACCORDANCE WITH NCDENR'S NEW 41F INSPECTION PROMM FOR EROSION M9
SEDIMENIATIDN CONTROL. COPIES OF THE SELF INSPECTION REPORTS SHELL BE
PR(MOD TO THE CONTRACTING OFFICER'S OFFICE.
10. AFTER SITE 6 STABILIZED, REMOVE ALL IIMPoMRY MEASURES AND INSIAIL CENTIPEDE
SW ON DESIGNED AREAS.
EROSION AND SEDIMENT
CONTROL NOTES
1. UNLESS OTHERWSE RDCATED, ALL VEGETATIVE MO STRUCTURAL ENOSKKi AND SEDIMENT
CONTROL PRACTICES WILL DE CONSTRUCTED AND MVNIµNED ACCORDING TO MINIMUM
STANDARDS AND SPECIENA110NS OF THE NORTH CAROINA EW90N AND SEDIMENT
CONTROL PLANNING DESIGN M MAL (RENTSED JUNE MEN).
2. APPLY PERMANENT OR IEUPJI4FY WE SIABRIZATIM TO ALL DENUDED OR DISTURBED
AREAS WITHIN Z DAYS AFTER FMLL GRADE IS REACHED ON MY PORTION CF THE SITE.
SOIL STARCIZADMI MUST ALSO BE APPLIED 10 DENUDED OR DISTURBED AREAS WHICH
WY NOT W AT FLNLL GENE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN
HAYS- SOIL STABILIZATION MEASURES INCLUDE VEGETAIM ESTABLISHMENT, MULCHING
ME THE EARLY MRIGTON OF GRAVEL BAY NATURAL W AREAS 10 BE PAKD.
3, ALL EROSON AND SEDIMENT CMIRU MEASURES ARE TO HE IM.TALLED PRIOR TO OR AS
THE FIRST STEP IN CONSTRUCTION
C. THE NPDES CONSTRUCT" PERMD REWIRES EMSM CONTROL IIENCES AND SIOM
OUTFALLS BE INSPECTED WEEKLY (EN£RY Z CALENDAR DAYS) ME WITHIN 21 HORS OF
A .5 INCH BAN PRENi D WILL BE THE RESPMSBLLFIY O THE CONTRACTOR TO
CONDUCT THEY INSPECTIONS AND WO NINN RECORM UNTIL THE AREA HAS SR&UWON,
ENOENT BY 95% VEGETATIVE GROWTH FOR AREAS MEETING SEEDING. 10 FACINATE
UNFNL MONITORING AWYI WIDE IS REWIRED TO BE ON SITE, ADMIGNALLY THE
CONTRACTOR IS RESPONSIBLE FOR CONDUCTING 'SELF INSPECTIONS' INDICTING THE DATE
BMPX ARE INSTALLED AND STABILIZATION MEASURES (SEFDING/MULCMNG OR SW) ME
INITIATED. THE Alf INSPECTION' REPORTS WILL BE "STAGED ALONG WIN THE
'NPDES' INSPECTION REPORTS. ONCE STABILIZATION WAS BEEN ACCOMPLISHED
INSPECTION RECORDS ME 10 BE FORWARDED TO THE ONLRNMENT AND ALL TEMPORARY
EROSION/YDMENTAIION CONI DEVCES REMWEO. THE CONIRALIOR IS RESPOIRAWE
FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AYD PLANS. ANY CHANGES MUST BE
APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY O THE EMMERT AND
SEDIMENTATION CONTROL PLAN, LETTER OF MPRW4, AND NPOES CONSTRUCNON PERMIT
HILL BE MAINTAINED BY THE CONTRACTOR AT THE CHME OFFICE IF SOIL 6 REMOVED
FROM OR BROUGHT BRIBE, THE APPLICABLE SOLID WMTE MANAGEMENT REBUFF NUMBER,
EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED,
5 LIMN SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE
CONSTRUCTION ENTRANCE. SEDIMENT SHALL BE REMOED FROM PAVED AREAS ON A DAI-Y
BASIS.
6, STOCKPILES O SOL AND OTHER EROMLE MATERIALS SHALL HE STABILIZED OR
PROTECIED WHY SEDIMENT TRAPPING MEASURES THE CONTRACTOR IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STAMU AMN FOR STOCKPILES ON SITE AEI
WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE
Z. MI AND TAKE PMCMUWNS 10 CONTROL MST INQUONC (BUT HOT LIMITED 10)
USE O WATER, MULCH. OR CHEMICAL DUST AMESMS AND CONTROL OF CONSTRUCTION
SIZE TRAFFIC.
B. FERMENT FROM O-WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
APPROACH) SEDIMENT DAPPING DENCE, OR SENT AND DSCWRGED IN A WANNER TERT
ODES NOT ADVERSELY AFFECT ALVACENF PROPERTIES, WETLANDS , INFILTRATOR WINS.
WATERWAYS OR THE STORM DRAINAGE SYSTEM.
9. THE CONTRACTOR 6 RESPONSIBLE FO IMTALUTION AND MAINTENANCE OF ANY
ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY.
10TEMPORARYEROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL
ALL DSIUR&0 AREAS ME STABILIZED. AFTER STANRJZADDN IS COMPLETE ALL
MEASURES SHALL BE REMOVED WITHIN 30 DAYS. (DAPPED SEDIMENT SHALL BE SPREAD
ANO SEEDED.
11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT UMHS SHALL BE
REMOVED. RESPONSIBLE MANTCNANCE CONTACT: CONTRACTING OFFICER
12. ALL BORROW MATERAL SHALL BE PM,,D END, AN WPRGNEC B WORN PIT. ALL WE
WASTE MACE BE TRANSPORTED OFF GOVERNMENT PROPERTY 10 AN APPROVED LMDF L
EROSION AND SEDIMENT
CONTROL NARRATIVE
IN ORDER 10 PREVENT EROSION M9 CAPTURE SEDIMENTS WITHIN THE PROTECT, THE
FOLLOWING PRACTICES STALL BE USED AND LOCATED AISROXWIELY AS SHORN ON EY
PLAN
I. CLEARING LIMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND.
2. ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT ENTRANCES 10 SITE
IMCATED ON THE PUN.
3. SET FENCE (SF) LMLL SE PLACED ALONG SLOPE CONTOURS AT THE LIMITS O
CLEARING. IN SOME BASES PRO (2) ROWS OF SILT FENCE WAY BE REQUIRED AT THE
CONTRACTING OFFICERS DSCRETON,
1. MULCH SQUALL BE SPREAD MR ALL REINED AREAS OF THE SITE WHEN THEY ME NOT
BURG WORKED. MULCH SNAIL CONSIST CE AR-UJ STRAW MD CHIPPED SITE
VEGETATION.
5. WAFER WILL NOT BE ALLOWED TB POINT DISCHARGE ONTO SLOPES. A ROCK -LINED
MCN MAY SE NECESSARY 10 INTERCEPT AND DIRECT WATER 10 THE TEMPORARY
SEDIMENT TRAP O BASIN.
OCT l S 2012
I"I` :
FINAL DRAWINGS
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PERMANENT SOD CONSTRUCTION NOTES:
1. RAKE SOIL SURFACE TO BREAK GROUND CRUST; LEAVE
SURFACE UNIFORM AND WATER LIGHTLY.
2. LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED
TIGHTLY AGAINST EACH OTHER.
A
3. BUTTING - ANGLED ENDS CAUSED BY CUTTING MUST BE
MATCHED CORRECTLY.
4. ROLL SOD TO PROVIDE FIRM SOIL CONTACT.
5, IRRIGATE UNTIL SOIL IS WET TO ABOUT 4" BELOW THE SOD.
6, KEEP SOD MOIST UNTIL SOD TAKES ROOT.
NOTEa HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF
NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG
THE CHANNEL SURFACE.
.• IN LOOSE SOIL CONDITIONS. USE STAPLES OR STAKE LENGTHS
GREATER THAN 6" TO PROPERLY ANCHOR THE BLANKETS.
,a FOR SODDED AREAS, PLACEMENT OF MATS SHALL BE BUTTED
NIGHTLY AGAINST EACH OTHER WITH NO OVERLAP. FOR CONSTRUCTION
NOTES REFER TO THIS SHEET.
TYPICAL EROSION
CONTROL MATTING GRADE
OVER DITCH.
_ (SHAPE TO FIT
ACTUAL DITCH I
- SECTION).
I I�
i
A
CRITICAL POINTS 1_ B
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE SLOPE
VERTICES
TYPICAL EROSION CONTROL SOD/MATTING DETAIL
NOT TO SCALE
Sad mmultirnaii arl•l'y-up n"eederc fu M-11iiuF and u "Locks at a
FIFwu 6.12e:.0 deo-1 .J Inlo.,
lebe flkrild.a.v,Jafierit is unmllW Aelp+memtaln na vabJiv. Stuch
w Ihz slwdcdwlnA'^valletia,.
2 Rake Me eall ulneethreark the .mo 1 b f - grant ITsri,Cled
barrool.liordy rigarryd l led-dy lnfineln,u,b,M mJ to coal Me
J vdzee „ul nwuiYN. wJ JMx,k.
1 _ _y
othJ
patternwell al each
bglnlYagaifat
Masonb trowel
sharpened mason s
r the rids
6elaedtoluck,lovn tin ends
---t---'�_�
and lrimnecee.
OKINCorrect Butti,g-angle eWscausedby Ueau:omatic
Incprrecl sod Pon.,g ..at
be matched conoctly.
EROSION CONTROL MATTING INSTALLATION NOTES:
1. PREPARE SOIL BEFORE INSTALLING EROSION CONTROL MATTING (ECM), INCLUDING;
REMOVAL OF DEBRIS, VEGETATIVE GROWTH, AND ERODIBLE MATERIAL; SCARIFY THE
EXIST. DITCH SURFACE; SMOOTH EXIST. DITCH SLOPES AND BOTTOM BY FILLING
IRREGULAR SURFACES AND VOIDS WITH TOPSOIL AND COMPACT THE SOIL WITHIN
THE ECM LIMITS; APPLY LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE MATTING IN A 6" DEEP
X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF MATTING EXTENDED BEYOND THE
UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE MATTING WITH A ROW OF
STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF MATTING BACK OVER
SEED AND COMPACTED SOIL. SECURE MATTING OVER COMPACTED SOIL WITH A
ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH
OF THE MATTING.
3, ROLL CENTER MATTING IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL.
UNROLL MATTINGS WITH APPROPRIATE S10E AGAINST THE SOIL SURFACE,
SECURELY FASTEN ALL MATTING TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS REQUIRED BY THE MANUFACTURER.
4, PLACE CONSECUTIVE MATTINGS END OVER END (SHINGLE STYLE) WITH A 4"-6"
OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON
CENTER TO SECURE MATTINGS.
5. ANCHOR FULL LENGTH EDGE OF MATTINGS AT TOP OF SIDE SLOPES WITH A ROW
OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. OVERLAP APPROXIMATELY 4" AND STAPLE.
7. PLACE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 6" (10 ON
CENTER OVER ENTIRE WIDTH OF THE CHANNEL AT 33' TO 40' INTERVALS.
B, ANCHOR THE TERMINAL END OF THE MATTINGS WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 6" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
n^^11 I/r
t\ L II
Roll sod! inannedomelySo Water to a CeptM1 We' Nox eathe IM. is nc
son, 01. (lrm Cmlael as aas the sad I. taUhihaU To wks,Set
.in Mestir. tab. mb mntin.a the mover nigh 123'),
watering as needed.
nv a.,iv l'vp >uvun aPan oeil aem ve-:l
y1. ..-1. In ,nh.m-1- -1 lase Men h'a' a.mtlJ
v':111 ao.tirn,v f'eFiiJn
1 y M1' '.I 1 kh l.• h P "Plxh
ry k d aW hni� .ph.n I, 1ker m.. Ia'n eeni likr
ralland .rye_ hoer as MI 41RJsldu allla,
M1 J 41, 1' nv '1 1 1! 'hot'J :....
.Ifl
@,Iw1y,k,lvd ,.
s men erq.Ad„Yk tai lam[ea J,me ,..pRe.avvl.. ,.,kr
Yepe. t pc Fyv" `: I,eyrner. u,'aR [,v n✓x,a n.,'tr'a pnnlem v'nrt
.. A, -all -I., deaa, area i. u.ml,I vnl. nAl vJ to pn. kte,�,m
Alin N014 onpl' anise Me vil n.n J iaMa Mim 0[ W
Y Aeel",.a, n:a, lane or a Jepk nl „rbe, uNI Nc orl, take, rue.
1T1, n Ir J .. mJ , eoarb h kir. a me avl- -on,e nJkav+
eo-reel.
e. M-onk Nou1J m he a h oa evil Nc Wi, tml} o-ea-M::l
n k,
.Waa,a x„ern.-�.d Imn�lu , m,ihear eh,mel ImmF Imevin,
iMeJUC p ealoc n(mo[wa, .-if aW elmNmR it. Iw
la"link , mnkL the k IL -o' pine t"r, , 1. ahe ul vnl ul
Pelw h, 1 a,4_,ib,Y has n. Gru,.l l(lumai,. The
vrinR„Iw Mablelow�dwM he han dearr [. ENin NeeEaleel
J,+ipn,.,Horao La"r
Z.lal "vle'ins l^vlvn,lirnl,i n,l. Jn,,, i.,iw ll�n. uim iln Luvxl!"ul,
w{amf na Mi,t lt: pmrn,. [Jp':,,AVIJ Ixa, tixM1tls'I,y,tM lfie,vc
Flaw
�-- Lay sod anoaa the
Use pegsor stables W[.elan add Wor ly sl tat
Ene
Ms of strips amin nde center, or every,
it the Wnps ale long. When ready to mow.
drive pegs or slaple511mh alh Me Wcund.
; _ -_._._..Peat Of-
t sup.
SOD INSTALLATION�py, _
S �JL/C ._' ^ In criXel areas, secure
NOT TO SCALE OCT S Q q- q w_x�_ .T-.�E'? sod with netting and
Cd O 201L staple..
BY:
FINAL DRAWINGS
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CORNER
EXLENS10N\
ARM
FENCENOTES
1. FENCE TO BE INSTALLED AS INDICATED ON SITE PUN.
2. GATE POST TO BE 4' O.D. GALVANIZED STEEL PIPE,
3. CORNER POST TO BE 3" O.D. GALVANIZED STEEL PIPE.
4. LINE POST TO BE 2 1/2- O.D. GALVANIZED STEEL PIPE.
5. FENCE SHALL HAVE AT LEAST ONE GROUND AND SHALL
BE INSTALLED AT EVERY POINT WHERE POWER LINES OF
23DO VOLTS OR MORE CROSS FENCE AND AN ADDITIONAL
GROUND 150 Ff. EACH SIDE OF THIS POINT.
6. ALL WELD POINTS SHALL BE CLEANED AND PAINTED WITH
POWDERED ZINC PRIMER.
2. GATES SHALL HAVE HEAVY DULY HINGES AND LOCKING
DEVICES.
8. SPLICES SHOULD ONLY OCCUR AT CROSSRNLS.
9. REFER STRUCTURAL PLANS AND SPECIFICATIONS FOR
CONCRETE TYPE/STRENGHT USED FOR FENCE POST
FOUNDATION.
10, CAP TOPS FOR UPRIGHTS SHALL EITHER HAVE A
CONTINUOUS WELD OR HAVE "SET SCREWS" SO THEY
CANNOT BE REMOVED.
IL POST SETTINGS TO BE DESIGNED BY FENCE MANFACTURER
TO MEET PROPER WIND LOADS, SEE SHEET S-001 FOR
WIND LOAD REOUIREMENTS.
18"
rr12-1
24
WALL OUTLET ROCK TRENCH PLAN VIEW
NOT TO SCALE
CHAIN LINK FENCE DETAILS
NOT TO SCALE
Y-CONFIGURATION BARB WIRE
NOT TO SCALE
ALUMINUM
3/16"X 5.5" COMMERCIAL
GRADE ALUMINUM EDGING
-r P(W1
DIAMETER Cp ER MT
VARIES
0-2' MAX
w
3 > 3
TYPICAL DITCH SECTION
NOT TO SCALE -
WALL OUTLET ROCSCALE K BEDTYPICAL SECTION
3/16'X 5.5' COMMERCIAL
GRADE ALUMINUM EDGING
TACK COAT
MINIMUM 2.0 INCHES OF ASPHALT
CONCRETE, INCEST TYPE SF-9.5A
MINIMUM 8.0 INCHES OF AGGREGATE
BASE MATERIAL, SIZE NCOOT TYPE
ABC", COMPACTED TO AT LEAST 98X
OF THE. MODIFIED PROCTOR (ASTM
D 698).
COMPACTED SUBGRADE
(SEE SPECS FOR REDS.)
LIGHT DUTY ASPHALT PAVEMENT
NOT TO SCALE
8" X 8" THICKENED BASE
MATERIAL AT I:I SLOPE,
SAWED PAVEMENT CUTS. REPLACE
WITH 2" LIGHT DUTY ASPHALT.
MATCH EXISTING GRADE (TYPICAL)
DO NOT DISTURB EXISTING
AGGRAGATE BASE MATERIAL.
LIGHT DUTY ASPHALT PAVEMENT SAWCUT
NOT TO SCALE
ROAD 8' SHOULDER
6"
SURFACE COURSE
COMPACTED SUBGRADE
NOTE: REFER TO TYPICAL PAVEMENT SECTION
TYPICAL SHOULDER SECTION (ASPHALT PAVEMENT)
NOT TO SCALE
:RANGE CONCRETE SLAB & FI
_. I TYPICAL SECTION
OCT 1 S 2012 NOT TO SCALE
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FINAL DRAWINGS
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PRE -DEVELOPMENT CONDITION ANALYSIS
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INFILTRATION
BASIN 6
4
PRE -DEVELOPMENT CONDITIONS
GROUND COVER
DESCRIPTION
RUNOFF COEFFICIENT, C
LAWN
0.15
WOODS
0.15
ASHPALT
0.95
CONCRETE
0.95
ROOFS
1.00
AREA / COMPOSITE C FACTOR
AREA
NO.
TOTAL AREA
(ACRES)
AREA (ACRES)
C = 0.15
AREA (ACRES)
C = 0.95
COMPOSITE
C
DA-1
0.20
0.20
0.00
0.15
DA-2
0.46
0.36
0.11
0.33
DA-3
0.14
0,00
0.14
0.95
RUNOFF COEFFICIENT (SIMPLE METHOD); IMPERVIOUS
AREA
NO.
AREA
(ACRES)
IMPERVIOUS
AREA (IA)
RUNOFF COEFFICIENT (RV),
FOR FIRST 1.5"
DA-1
0.20
0.00
0.00
DA-2
0.46
0.11
0.22
DA-3
0.14
0.14
0.95
RUNOFF VOLUME (SIMPLE METHOD); V=3630*RD*RV*A
AREA
NO.
AREA
(ACRES)
RUNOFF (RV)
FIRST 1.5" (RD)
VOLUME (CF)
DA-1
0,20
0.D0
0
DA-2
0.46
0.22
543
TOTAL
0.66
0.22
543
24-HR RUNOFF 0 (CFS); Q=C*I*A
AREA
NO.
1-yR
2-YR
10-YR
100-YR
INCHES
3.64
4.42
6.83
11.50
DA-1
0.11
0.13
0.20
0.34
DA-2
0.56
0.68
1.05
1.76
DA-3
0.47
0.57
0.88
1.47
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FINAL DRAWINGS
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